It is unlawful for any person, firm, or corporation at any time to make or maintain or cause to be made or maintained, temporarily or permanently, for any period of time whatsoever, any cross-connection between plumbing pipes or water fixtures being served with water by the city water department and any other source of water supply or to maintain any sanitary fixture or other appurtenances or fixtures which, by reason of their construction, may cause or allow backflow of water or other substances into the water supply system of the city and/or the service of water pipes or fixtures of any consumer of the city.
(Ord. 1521 § 1, 1997)
As used in this chapter, the following terms are defined in this section:
Air-gap separation.
The term "air-gap separation" means a physical break between a supply pipe and a receiving vessel. The air-gap shall be at least double the diameter of the supply pipe measured vertically above the top rim of the vessel, in no case less than one inch.
Approved backflow prevention assembly.
The term "approved backflow prevention assembly" means an assembly which has passed laboratory and field evaluation tests performed by a recognized testing organization which has demonstrated their competency to perform such tests to the California Department of Health Services.
Approved water supply.
The term "approved water supply" means any water supply whose potability is regulated by a state or local health agency.
Auxiliary supply.
The term "auxiliary supply" means any water supply on or available to the premises other than the approved water supply.
AWWA standard.
The term "AWWA standard" means an official standard developed and approved by the American Water Works Association (AWWA).
Backflow.
The term "backflow" shall mean a flow condition, caused by a differential in pressure, that causes the flow of water or other liquids, gases, mixtures or substances into the distributing pipes of a potable supply of water from any source or sources other than an approved water supply source. Back siphonage is one cause of backflow. Back pressure is the other cause.
Contamination.
The term "contamination" means a degradation of the quality of the potable water by any foreign substance which creates a hazard to the public health, or which may impair the usefulness or quality of the water.
Cross-connection.
The term "cross-connection" as used in this chapter means any unprotected actual or potential water for drinking purposes and any source or system containing unapproved water or a substance that is not or cannot be approved as safe, wholesome, and potable. By-pass arrangements, jumper connections, removable sections, swivel or changeover assemblies, or other assembly through which backflow could occur, shall be considered to be cross-connections.
Double check valve assembly.
The term "double check valve assembly" means an assembly of two internally loaded, independently acting check valves, including resilient seated shut-off valves on each end of the assembly and test cocks for testing the water tightness of each check valve.
Health agency.
The term "health agency" means the California Department of Health Services, or the local health agency with respect to a small water system.
Local health agency.
The term "local health agency" means the county or city health authority. Person. The term "person" means an individual, corporation, company, association, partnership, municipality, public utility, or other public body or institution.
Premises.
The term "premises" means any and all areas on a water user's property which are served or have the potential to be served by the public water system.
Public water system.
The term "public water system" means a system for the provision of piped water to the public for human consumption that has five or more service connections or regularly serves an average of twenty-five individuals daily at least sixty days out of the year.
Reclaimed water.
The term "reclaimed water" means a wastewater which, as a result of treatment, is suitable for uses other than potable use.
Reduced pressure principle backflow prevention assembly.
The term "reduced pressure principle backflow prevention assembly" means an assembly incorporating two internally loaded, independently operating check valves and an automatically operating differential relief valve located between the two checks, including resilient seated shut-off valves on each end of the assembly, and equipped with necessary test cocks for testing the assembly.
Service connection.
The term "service connection" refers to the point of connection of a user's piping to the water supplier's facilities.
Water supplier.
The term "water supplier" means the person who owns or operates the approved water supply system.
Water user.
The term "water user" means any person obtaining water from an approved water supply system.
(Ord. 1521 § 2, 1997)
A. 
General Provisions.
1. 
Unprotected cross-connections with the public water supply are prohibited.
2. 
Whenever backflow protection has been found necessary, the city will require the water user to install an approved backflow prevention assembly by and at his expense for continued services or before a new service will be granted.
3. 
Wherever backflow protection has been found necessary on a water supply line entering a water user's premises, then any and all water supply lines from the city's mains entering such premises, buildings, or structures shall be protected by an approved backflow prevention assembly. The type of assembly to be installed will be in accordance with the requirements of this chapter.
B. 
Where Protection is Required.
1. 
Each service connection from the city water system for supplying water to premises having an auxiliary water supply shall be protected against backflow of water from the premises into the public water system unless the auxiliary water supply is accepted as an additional source by the city, and is approved by the public health agency having jurisdiction.
2. 
Each service connection from the city water system for supplying water to any premises on which any substance is handled in such fashion as may allow its entry into the water system shall be protected against backflow of the water from the premises into the public system. This shall include the handling of process waters and waters originating from the city water system which have been subjected to deterioration in sanitary quality.
3. 
Backflow prevention assemblies shall be installed on the service connection to any premises having: (a) internal cross-connections that cannot be permanently corrected and controlled to the satisfaction of the state or local health department and the city; or (b) intricate plumbing and piping arrangements or where entry to all portions of the premises is not readily accessible for inspection purposes, making it impracticable or impossible to ascertain whether or not cross-connections exist.
C. 
Type of Protection Required.
1. 
The type of protection that shall be provided to prevent backflow into the approved water supply shall be commensurate with the degree of hazard that exists on the consumer's premises. The type of protective assembly that may be required (listing in an increasing level of protection) includes: double check valve assembly (DC), reduced pressure principle backflow prevention assembly (RP), and an air-gap separation (AG). The water user may choose a higher level of protection than required by the city. The minimum types of backflow protection required to protect the approved water supply, at the user's water connection to premises with varying degrees of hazard are given in Table 15.70.030. Situations which are not covered in Table 15.70.030 shall be evaluated on a case by case basis and the appropriate backflow protection shall be determined by the city or health agency.
Table 15.70.030
Type of Backflow Protection Required
Degree of Hazard
Minimum Type of Backflow Prevention
(a) Sewage and Hazardous Substances.
 
(1) Premises where the public water system is used to supplement the reclaimed water supply.
AG
(2) Premises where there are wastewater pumping and/or treatment plants and there is no interconnection with the potable water system. This does not include a single-family residence that has a sewage lift pump. An RP may be provided in lieu of an AG if approved by the health agency and the city.
AG
(3) Premises where reclaimed water is used and there is no interconnection with the potable water system. An RP may be provided in lieu of an AG if approved by the health agency and the city.
AG
(4) Premises where hazardous substances are handled in any manner in which the substances may enter a potable water system. This does not include a single-family residence that has a sewage lift pump. An RP may be provided in lieu of an AG if approved by the health agency and the city.
AG
(5) Premises where there are irrigation systems into which fertilizers, herbicides, or pesticides are, or can be, injected.
RP
(b) Auxiliary Water Supplies.
 
(1) Premises where there is an unapproved auxiliary water supply which is interconnected with the public water system. An RP or DC may be provided in lieu of an AG if approved by the health agency and the city.
AG
(2) Premises where there is an unapproved auxiliary water supply and there are no interconnections with the public water system. A DC may be provided in lieu of an RP if approved by the health agency and the city.
RP
(c) Fire Protection Systems.
 
(1) Premises where the fire system is directly supplied from the public water system and there is an unapproved auxiliary water supply on or to the premises (not interconnected).
DC
(2) Premises where the fire system is supplied from the public water system and interconnected with an unapproved auxiliary water supply. An RP may be provided in lieu of an AG if approved by the health agency and the city.
AG
(3) Premises where the fire system is supplied from the public water system and where either elevated storage tanks or fire pumps which take suction from the private reservoirs or tanks are used.
DC
(d) Dockside Watering Points and Marine Facilities.
 
(1) Pier hydrants for supplying water to vessels for any purpose.
RP
(2) Premises where there are marine facilities.
RP
(e) Premises where entry is restricted so that inspections for cross-connections cannot be made sufficient frequency or at sufficiently short notice to assure that cross-connections do not exist.
RP
(f) Premises where there is a repeated history of cross-connections being established or reestablished.
RP
2. 
Two or more services supplying water from different street mains to the same building, structure, or premises through which an interstreet main flow may occur, shall have at least a standard check valve on each water service to be located adjacent to and on the property side of the respective meters. Such check valve shall not be considered adequate if backflow protection is deemed necessary to protect the city's mains from pollution or contamination; in such cases the installation of approved backflow assemblies at such service connections shall be required.
(Ord. 1521 § 3, 1997)
A. 
Approved Backflow Prevention Assemblies.
1. 
Only backflow prevention assemblies which have been approved by the city shall be acceptable for installation by a water user connected to the city's potable water system.
2. 
The city will provide, upon request, to any affected customer with a list of approved backflow prevention assemblies.
B. 
Backflow Prevention Assembly Installation.
1. 
Backflow prevention assemblies shall be installed in a manner prescribed in Section 7603, Title 22 of the California Administrative Code. Location of the assemblies should be as close as practical to the user's connection. The city shall have the final authority in determining the required location of a backflow prevention assembly.
a. 
Air-gap separation (AG). The air-gap separation shall be located on the user's side of and as close to the service connection as is practical. All piping from the service connection to the receiving tank shall be above grade and be entirely visible. No water use shall be provided from any point between the service connection and the air-gap separation. The water inlet piping shall terminate a distance of at least two pipe diameters of the supply inlet, but in no case less than one inch above the overflow rim of the receiving tank.
b. 
Reduced pressure principle backflow prevention assembly (RP). The approved reduced pressure principle backflow prevention assembly shall be installed on the user's side of and as close to the service connection as is practical. The assembly shall be installed a minimum of twelve inches above grade and not more than thirty-six inches above grade measured from the bottom of the assembly and with a minimum of twelve inches side clearance. The assembly shall be installed so that it is readily accessible for maintenance and testing. Water supplied from any point between the service connection and the RP assembly shall be protected in a manner approved by the city.
c. 
Double check valve assembly (DC). The approved double check valve assembly shall be located as close as practical to the user's connection and shall be installed above grade, if possible, and in a manner where it is readily accessible for testing and maintenance. If a double check valve assembly is put below grade it must be installed in a vault such that there is a minimum of six inches between the bottom of the vault and the bottom of the assembly, so that the top of the assembly is no more than a maximum of eight inches below grade, so there is a minimum of twenty-four inches of clearance between the side of the assembly with the test cocks and the side of the assembly and the side of the vault, and so there is a minimum of twelve inches clearance between the other side of the assembly and the side of the vault. Special consideration must be given to double check valve assemblies of the "Y" type. These assemblies must be installed on their "side" with the tests cocks in a vertical position so that either check valve may be removed for service without removing the assembly. Vaults which do not have an integrated bottom must be placed on a three inch layer of gravel.
C. 
Backflow Prevention Assembly Testing and Maintenance.
1. 
The owners of any premises on which, or on account of which, backflow prevention assemblies are installed, shall have the assemblies tested by a person who has demonstrated their competency in testing of these assemblies to the city. Backflow prevention assemblies must be tested at least annually and immediately after installation, relocation or repair. The city may require a more frequent testing schedule if it is determined to be necessary. No assembly shall be placed back in service unless it is functioning as required. A report in a form acceptable to the city shall be filed with the city each time an assembly is tested, relocated, or repaired. These assemblies shall be serviced, overhauled, or replaced whenever they are found to be defective and all costs of testing, repair, and maintenance shall be borne by the water user.
2. 
The city will supply affected water users with a list of persons acceptable to the city to test backflow prevention assemblies. The city will notify affected customers by mail when annual testing of an assembly is needed and also supply users with the necessary forms which must be filled out each time an assembly is tested or repaired.
D. 
Backflow Prevention Assembly Removal.
1. 
Approval must be obtained from the city before a backflow prevention assembly is removed, relocated, or replaced.
a. 
Removal. The use of an assembly may be discontinued and the assembly removed from service upon presentation of sufficient evidence to the city to verify that a hazard no longer exists or is not likely to be created in the future;
b. 
Relocation. An assembly may be relocated following confirmation by the city that the relocation will continue to provide the required protection and satisfy installation requirements. A retest will be required following the relocation of the assembly;
c. 
Repair. An assembly may be removed for repair, provided the water use is either discontinued until repair is completed and the assembly is returned to service, or the service connection is equipped with other backflow protection approved by the city. A retest will be required following the repair of the assembly; and
d. 
Replacement. An assembly may be removed and replaced provided the water use is discontinued until the replacement assembly is installed. All replacement assemblies must be approved by the city and must be commensurate with the degree of hazard involved.
(Ord. 1521 § 4, 1997)
At each premises where it is necessary, in the opinion of the city, a user supervisor shall be designated by and at the expense of the water user. This user supervisor shall be responsible for the monitoring of the backflow prevention assemblies and for avoidance of cross-connections. In the event of contamination or pollution of the drinking water system due to a cross-connection on the premises, the city shall be promptly notified by the user supervisor so that appropriate measures may be taken to overcome the contamination. The water user shall inform the city of the user supervisor's identity on, as a minimum, an annual basis and whenever a change occurs.
(Ord. 1521 § 5, 1997)
A. 
Water System Survey.
1. 
The city shall review all requests for new services to determine if backflow protection is needed. Plans and specifications must be submitted to the city upon request for review of possible cross-connection hazards as a condition of service for new service connections. If it is determined that a backflow prevention assembly is necessary to protect the public water system, the required assembly must be installed before service will be granted.
2. 
The city may require an on-premises inspection to evaluate cross-connection hazards. The city will transmit a written notice requesting an inspection appointment to each affected water user. Any water user who cannot or will not allow an on-premises inspection of his piping system shall be required to install the backflow prevention assembly the city considers necessary.
3. 
The city may, at its discretion, require a reinspection for cross-connection hazards of any premises to which it serves water. The city will transmit a written notice requesting an inspection appointment to each affected water user. Any water user who cannot or will not allow an on-premises inspection of his piping system shall be required to install the backflow prevention assembly the city considers necessary.
B. 
Customer Notification—Assembly Installation.
1. 
The city will notify the water user of the survey findings, listing the corrective actions to be taken if any are required. A period of sixty days will be given to complete all corrective actions required, including installation of backflow prevention assemblies.
2. 
A second notice shall be sent to each water user which does not take the required corrective actions prescribed in the first notice within the sixty days period allowed. The second notice will give the water user a two week period to take the required corrective action. If no action is taken within the two week period the city may terminate water service to the affected water user until the required corrective actions are taken.
C. 
Customer Notification—Testing and Maintenance.
1. 
The city will notify each affected water user when it is time for the backflow prevention assembly installed on their service connection to be tested. This written notice shall give the water user thirty days to have the assembly tested and supply the water user with the necessary form to be completed and resubmitted to the city.
2. 
A second notice shall be sent to each water user which does not have his/her backflow prevention assembly tested as prescribed in the first notice within the thirty day period allowed. The second notice will give the water user a two week period to have his/her backflow prevention assembly tested. If no action is taken within the two week period the city may terminate water service to the affected water user until the subject assembly is tested.
(Ord. 1521 § 6, 1997)
A. 
General. When the city encounters water users that represent a clear and immediate hazard to the potable water supply that cannot be immediately abated, the city shall institute the procedure for discontinuing the city water service.
B. 
Basis For Termination. Conditions or water uses that create a basis for water service termination shall include, but are not limited to, the following items:
1. 
Refusal to install a required backflow prevention assembly;
2. 
Refusal to test a backflow prevention assembly;
3. 
Refusal to repair a faulty backflow prevention assembly;
4. 
Refusal to replace a faulty backflow prevention assembly;
5. 
Direct or indirect connection between the public water system and a sewer line;
6. 
Unprotected direct or indirect connection between the public water system and a system or equipment containing contaminants;
7. 
Unprotected direct or indirect connection between the public water system and an auxiliary water system;
8. 
A situation which presents an immediate health hazard to the public water system.
C. 
Water Service Termination Procedures.
1. 
For conditions 1, 2, 3 or 4, the city will terminate service to a customer's premises after two written notices have been sent specifying the corrective action needed and the time period in which it must be done. If no action is taken within the allowed time period, water service may be terminated.
2. 
For conditions 5, 6, 7 or 8, the city will take the following steps:
a. 
Make reasonable effort to advise water user of intent to terminate water service;
b. 
Terminate water supply and lock service valve. The water service will remain inactive until correction of violations has been approved by the city.
(Ord. 1521 § 7, 1997)